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Home My WebLink AboutPRODUCT APPROVAL............ .....b --- Businessz&Professional 1 • Regulation SM Home i loam I user Reaisvanov Hat Tppla 1 sbe SurClur•9 shalli&R= eubn-WM I Facs I MS SWMap 1 Unis I seat, I dba r FI LECO 1( 'al '„ Product Approval R USER:PuplkUser 9 / ii-'i.-Fau°s v L�� Y RoduR Pvvreval Menu> P,odutt or Aoelia9on SeattT > PvvGoean U#> Appllotivn nebll FL # FL14645-R3 RECEIVED Application Type Revision Code Version 2017 Application Status Approved MAR 26 2019 sm Lucie County, Permitting Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 'Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence 19 Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 (502) 855-4300 dstermer@metalsales.us.c0M David Stermer dstermer@metalsales.us.cGm SCANNED BY St. Lucie County REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY Roofing BOCC Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ,] Evaluation Report- Hardcopy Received Bala Soclalingam PE-62240 Keystone Certifications, Inc. 12/27/2026 Yoosef Lavi, P.E. 2 Validation Checklist- Hardcopy Received Fi 34645 R3 COI C rtifat 1ndeoendence odf Referenced Standard and Year (of Standard) Standard FM 4470 TAS 125 UL 1897 UL 580 Equivalence of Product Standards Certified By Sections from the Code Year 2012 2003 2012 2006 https://www.floridabuilding.orgtpr/pi app_dd.aspx?param=wGFVXQwtDgsw8ZVNfe8A... 1/12/2018 Product Approval Method Method 1 Option D Date Submitted 09/09/2017 Date Validated 09/14/2017 Date Pending FBC Approval 09/15/2017 Date Approved 12/12/2017 Summa of Products FL # Model, Number or Name Description 14645.1 2.5' Corrugated coverage Min. 26panel dec fastened roof o er min. 19/32a thick plywoodr Limits of Use Installation Instructions Approved for use In HVHZ: NO Approved for use outside HVHZ: Yes Fl 14645 R3 IT E I H R rtC2182 1 Ddf Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-86.0 Evaluation Reports Lod Other: Uplift load of 82.3 psf at fastener spacing of 36" D.C. Fl 14645 R3 AE Eval atlonReoortC2182 and 86.0 psf at fastener spacing of 12" o.c Created by Independent Third Party: Yes 14645.2 SV-Crimp Min. 26 ga., 24 wide through fastened roof panel over min. 19/32'thick plywood deck with fasteners through panel Flat Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FI 14645 R3 II E aluaN nReoortC2182 2 odf verified By: Bala Sockalingam PE62240- Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-149.6 Other: Uplift load of 84.5 psf at fastener spacing of 24" Evaluation Reports FL14645 R3 AE EvilluadonReaq-rtC2182 2 Ddf D.C.,. 131.3 psf at fastener spacing of IS' o.c and 149.6 psf Created by Independent Third Party: Yes at fastener spacing of 12'O.c. 14645.3 SV-Crimp Min. 26 ga., 24" wide through fastened roof panel over min. 19/32" thick plywood deck with fasteners through panel rib. Limits of Use Installation Instructions 11 `^^'^"i^^oe..,.."roi ao anaf Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL14645 R3 Verified By: Bala Sockalingam PE 62240 Impact Resistant N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-196.75 Evaluation Reports 3 Other: Uplift load of 41.6 psf at fastener spacing of 36" Fl 14645 R3 AE Fyalu f nReo rtC2182 odf D.C., 74.8 psf at fastener spacing of 16" o.c. and 196.75 psf Created by Independent Thiro Party: Yes at fastener spacing of 8' D.C. 14645.4 SV-Crimp Min. 26 ga., 24" wide through fastened roof panel over min. 15/32- thick plywood deck or 7/16' thick OSB.with fasteners through panel rib. Limits of Use Approved for use. in HVHZ: No Installation Instructions FL14645 R3 11 Eval ationReportC2182 4 otlf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-172.5 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 36" D.C. F 14645 R3 AE E ai��tl nReo rtC2182 4 odf and 172.5 psf at fastener spacing of 6' D.C. Creafedby Independent Third Pally: Yes 14645.5 Aluminum Classic Rib thick,wide, fastened roof panel 15/32thick plywood deck or7//16 thick OSB. Limits of Use Installation Instructions 5 Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Fr 14545 R3 II E I ati R rtQ182 otlf Verified By: Bala Sockalingam PE 62240 Impact Resistant N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-120 Other: Uplift load of 30 psf at fastener spacing of 36" D.C. Evaluation Reports FL34645 R3 AE E alua[ionReoortC2182 5 odf and 120 psf at fastener spacing of 6' D.C. Created by Independent Third Party: Yes 14645.E Aluminum Vertical Seam 16- wide, aluminum lng seam f panel over min. 5/32" thick plywood deck orck, 7/16' thick OSB. Limits of Use Installation Instructions 6 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL14645 R3 11 E aluati Reo rtC2182 ndf Verified By: Bala Sockalingam PE 6224(1 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure:+NIA/-97.05 Uplift load of 41.6 psf at dip spacing of 36' D.C., Evaluation Reports FL14645 R3 AE E alu tinReoortC2182 6 odf Other: 71.0 psf at dip spacing of 12" D.C. and 97.1 psf at clip Created by Independent Third Party: Yes cnarinn of 12" D.C. with sidelan adhesive. https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwd)gsw8ZVNfe8A... 1/12/2018 ...v..."............. 1-....-- 14645.7 Aluminum Vertical Seam Nom. 0.032" Nick, 16" wide, aluminum standing seam roof panel over min. 19/32" thick plywood deck Limits of Use Installation instructions Approved for use in HVHZ: No Approved for use outside HVHZ:: Yes FL14645 R3 if EvaluationReoortC2182 7 odf Verified Sockalingam Impact Resistant: N/A y Created bIndependent Third Party: Yes Design Pressure: +N/A/-162.0 Evaluation Reports 7 df Other: Uplift load of 41.6 psf at dip spacing of 36" o.c., FL14645 R3 AE E I at'oDR oortC2182 100.2 psfat dip spacing of 12" o.c. and 162.0 psf at dip Created by Independent Third Party: Yes spacing -of12".o.c. withsupportstrap. 14645.8 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. Limits of Use Approved for use in HVHZ: No Installation Instructions FL14645 R3 11 E aluatl nReoortC2182 9 odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-91 Evaluation Reports Other: Uplift load of 41.5 psf at fastener spacing of 48" O.C. FI 14645 R3 AE Eval ationReo rtC2182 8 odf and 91 psf:at fastener spacing of 6" o.c, Created by Independent Third Party: Yes 14645.9 Classic Rib Min. 26 ga., 36" wide through fastened roof panel over min. 19/32" thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No F 14645 R3 li EvaluationReo rtC2182 9 odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-133.9 Evaluation Reports Other. Uplift load of 74.8 psf at fastener spacing of 36" El 14645 R3 AE Ev I abonR o rtC2182 9 odf o.c., 92.3 psf at fastener spacing of 24" C.C. and 133.9 psf Created by Indepentlent Third Party: Yes at fastener spacing of IS- o.c. 14645.10 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min. 7116" thick OSB deck Limits of Use Installation Instructions FL14645 R3 11 E al atlonReo rtC2182 10 odf Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-135.0 Evaluation Reports 10 Other: Uplift load of 45 psf at fastener spacing of 24" o.c. F1.34645 R3 AE EvalgiijignReriortC2182 odf and 135 psf at fastener spacing of 6' o.c. Created by Independent Third. Party: Yes 14645.11 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. Limits of Use Installation Instructions df Approved for use in HVHZ: No FL14645 R3 71 EvaluadgnReportC2182 11 Approved for use outside HVHZ: Yes Verified BY: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Indepentlent Third Party: Yes Design Pressure: +N/A/-138.5 Evaluation Reports df Other Uplift load of 68.4 psf at fastener spacing of 24" ox. 14645 R3 A E I ti R rtC2182 11 and 138.5 psf at fastener spacing of 12" O.C. Created by Independent Third Party: Yes 14645.12 Image II Min. 26 ga., 16" wide concealed fastened roof panel over min. 15/32" thick plywood deck or 7/16" thick OSB. Limits of Use Installation Instructions 12.odf Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FI 1464S R3 n EvaluationRePo 2182 Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-86.55 Evaluation Reports 12 Other: Uplift load of 20.8 psf at fastener spacing of 24" FL14645 R3 AE EvaluailonlleportC2.IB2 odf o.c., 63.5 psF at fastener spacing of 6" o.c. and 86.55 psf at Created by Independent Third Party: Yes fastener spacing of 6" o.o with sidelap adhesive. 14645.13 PBR-Panel or R-Panel Min. 26 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. Limits of Use Installation Instructions 13 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes F 14 5 93 11 EvitigatiginReggEIC2182 Ddf Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-131.0 Evaluation Reports 13 odf Other: Uplift load of 30.0 psf at fastener spacing of 48" o.c. FL14645 R3 AE E al at'oaRe ortC2182 and 131.0 psf at fastener spacing of 6" O.C. Created by Independent Third Parry: Yes 14645.14 Pro -Panel 11 Min. 29thmugh. fastened roof panel over min. 2thick plywood https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgswSZVNfe8A... 1/12/2018 Florida Building Code Online Page 4 of 4 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 Ri II EvaluationReoortU182 14 pi f Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design pressure: +WA/-71.5 Evaluation Reports Other: Uplift load of 41.6 psf at fastener spacing of 24" O.C. FL1464S R3 AE EvalUationRenortC2182 14 od and 71.S psf at fastener spacing of 12" o.c. Created by Independent Third Party: Yes r "laa I=:: 2601 Blair St " Rn"n Ta ahasee M 323" Phone' R9R�a M824 The State of 00Ma S an AA/ffp WPIWer. CORvdht 20822813 SuM ofnodd ::Pr wRatMW!Acc MMY S2R.M:: R611M smw"n MdUaAPPmva1 Ao M- I®®RE Credt Card - Safe https;//www.flori(labuilding.orgtpr/pr app_dtl.aspx?pamm=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 Florida Building Code Online { Page 1 of 2 RtlP.➢\CVMnNG" Business R dFlorida cAs O 3LHMV> jjftt�� FL # FL16048-R6 Application Type Revision -____Code Version 2017 Application Status ApprovedComments LRECIET'VE AR 2 6 20igArchived County, ermitting Product Manufacturer Td-Boilt Materials Group, LLC -D By Address/Phone/Email PO Box 70 St. Lucie Rutherford, N1.07070 Count (800) 516-1485 i/ david.ruiz@tr ibuiltmg.com Authorized Signature David Ruiz REVIEWED FOR Technical david.ruiz@tribuiltmg.tom CODE COMPLIANCE Representative Address/Phone/Email David Ruiz 250 Route 17 North S •r • LUCIE COUNTY East. Rutherford, NI 07073 (201) 842-2449 BO q david.mlz@tribuiltmateriaisgmup.com Quality Assurance. Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certfied By Sections from the Code Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report- Hardcopy Received Robert Nleminen PE-59166 UL LLC 07/18/2020 John W. Knezevlch, PE Validation Checklist - Hardcopy Received FL16048 R6 COI 2017 01 Col Nf minen df Standard ASTM D1970 ASTM G155 FM 4474 FRSA/TRI April 2012 (04-12) UL 1897 Year 2015 2005 2011 2012 2012 https://www.fIoridabuilding-org(pr/pr app_dU.aspx?paiam=wGEVXQwtDgtFPmdYiND... 1/12/2018 n Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/25/2017 10/01/2017 10/03/2017 12/12/2017 FL # Model, Number or Name Description 16048.1 TRI-BUILT Roof-Underlayments Self -adhering, modified bitumen roof underayments Limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes FL16048 R6 II 2017 09 FINALER TRI- BUILT UNDERLAYMENTS 16048-R6.odf Impact Resistant: N/A Design Pressure: Venfied By: Robert Nieminen PE-59166 design Pressure The design pressure noted herein pertains [o use Created by Independent Third Party: Yes Evaluation Reports f foamther. on of foam -on tile systems overtop the self FL16046 R6 AE 2017 09 FINA TRRI underlayment for one particular application. See ER Section BUILT UNDERLAYMENTS Fla 48-R6.ndf 5.6.4 for details. 2.) Refer to ER Section 5 for other Umits of Created by Independent Third Party: Yes Use. Q=ft}t$:: MI BIB, Steno Read T p h nN"Ph,n,o QSQA -1824 Tao State of PaMa h an AA/e o em jnp . Cop,,ht 2OpT-20l �+- of Fleelea:; Oman 5d[Bmnn[ •• p¢zcsipiP cr.IpmpM.. p a Product App.val Acoeprs: ®®99~=T® 'A sccuriLeAlt-l9ucs the Dapan nent x are MUC M. . To datefmine It, https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGF-VXQwd)gtFPmdYiND;.. 1/12/2018